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Conditions that must be provided for moment-transmitting connections with bolted head plate are controlled as specified in TBDY APPENDIX 9B. The joint model according to TBDY 2018 Figure 9B.5 is made automatically.
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The Requirements to be Fulfilled
It must be capable of providing the relative storey drift angle of at least 0.02 radians for limited ductility level and at least 0.04 radians for high ductility level as specified in Annex 9B,
For hot-rolled wide flange sections, the details below should be followed.
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The following conditions are automatically controlled for column flange to beam flange connection in accordance with 9B.4.6.
The beam flange will be connected to the column flange with complete joint penetration groove weld.
Weld access holes will have the geometry and application conditions given in Figure 9B.6.
The dimensioning of the connection is automatically computed using Eq. 9B.1 with Cpr = 1 as required by -9B.4.3.
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Prequalification Limits
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